Fiber reinforced resin polymer mortar pole

ABSTRACT

Poles of this invention have an annular body with a wall structure comprising a number of fiber reinforced resin layers, which can be positioned to form an inside and/or outside portion of the wall structure. A portion of the layers are oriented longitudinally within the wall structure, and the wall structure also includes radially-oriented fiber reinforced resin layers. The pole includes one or more layers or a core of a composite material or polymer mortar disposed within one or more locations of the wall structure, e.g., as an intermediate layer and/or as part of the wall inside and/or outside portion. The pole can include an outside surface resistant to ultra violet radiation. Poles of this invention can be formed using a continuous process on a rotating mandrel, making use of differently positioned stations to form the different portions of the pole as the fabrication is moved axially along the mandrel.

FIELD OF THE INVENTION

This invention relates to poles used for a variety of applications suchfor carrying and supporting utility power lines or the like and, moreparticularly, to poles that are specially constructed from fiberreinforced resin having one or more polymer mortar layers for thepurpose of providing a cost effective structure having optimizedcompressive and tensile strength for providing a resistance to bendingstress well suited for use in conventional pole applications.

BACKGROUND OF THE INVENTION

The use of poles are well known for such applications as for carryingutility power lines and the like, for accommodating the placement oflights thereon, or for accommodating the placement of other devicesthereon a desired distance from the ground. Such poles have beenconventionally formed from solid wood, steel, aluminum, or concretehaving a desired thickness or outside diameter, and have also beenformed from metal having an inside and outside diameter designed toprovide a desired wall thickness.

A key factor to consider when designing a pole for a particular use isthe compressive and tensile strength and modulus that the pole mustpossess to provide a desired degree of bending strength and stiffness.On the compressive side of the pole, local buckling resistance may alsobe needed for the particular pole application. When working with solidmaterials such as wood or concrete, the desired resistance to bucklingis provided by the diameter of the pole and the solid wall construction.When working with metal materials, or other materials that are notprovided in the form of a solid pole construction, the resistance tobuckling is provided by the local wall thickness of the structure.

In addition to solid wood or concrete poles and poles made from metalhaving a defined wall thickness (i.e., having an annular construction),it is known to make poles from fiber reinforced materials, such asfiberglass reinforced resin. In one example embodiment, such knownfiberglass poles have an annular wall structure formed entirely fromfiberglass windings, i.e., that comprise a number of layers formed fromfiberglass strips that are impregnated with resin. In such knownexample, the pole structure comprises an inside diameter wall formedfrom a plurality of radial windings of resin impregnated fiberglassribbon, intermediate layers provided in the form of a number oflongitudinally positioned resin impregnated fiberglass strips that areindividually cut to length and positioned along the length of the poleat various locations and that are disposed over the underlying radialwindings, and an outermost layer of resin reinforced fiberglass stripsthat are also individually cut and positioned longitudinally along alength of the pole and disposed over at least a portion of theunderlying intermediate layer.

While the above example demonstrates that is it known to form a polefrom fiberglass reinforced resin materials, the reliance on multiplelayers of fiberglass reinforced resin material to build the wallthickness needed to provide a desired compressive strength andresistance to buckling results in the production of a pole that isrelatively expensive compared to more traditional materials based on theraw material costs.

A composite pole manufactured as described above has the followingstructural issues: (1) the tensile strength of the longitudinallyoriented fibers is very high and imparts the bulk of the strength in thetensile direction; (2) the longitudinally oriented fibers however do nothave the same compressive strength as they do tensile strength. Thereason for this is that the fibers can reach their full strength intension because they do not rely on the resin matrix to do so. Incompression however, the fibers rely in the resin matrix to not bucklethe very small glass fibers in compression. This phenomenon results intensile strength in the axial oriented fibers that may be 6 to 10 higherthan the corresponding compressive strength. (3) In designing for localwall buckling under compression (i.e., the full local wall thickness),the local wall may fail in buckling long before the compressive strengthis reached. Therefore, it is desired that an optimum pole design wouldhave equal tensile and compressive strength and the wall thickness wouldbe sufficient to avoid local buckling before compressive crush strength.

Further, the process described above for making a single pole by thesequentially performed steps noted above including cutting and layingindividual strips of the fiberglass reinforced resin material formingthe intermediate and outer layers, is one that is time consuming andcostly from a manufacturing perspective.

Accordingly, it is desired that a pole construction be developed thatovercomes some or all or the above noted deficiencies. Namely, it isdesired that a pole be constructed from a fiber reinforced resinmaterial in a manner that enables the realization of optimal tensile andcompressive strength for providing a desired resistance to bendingstress or buckling for accommodating use with popular pole applicationssuch as for carrying utility or power lines. It is further desired thatthe construction of such a pole be one that is relatively more costeffective to build from a manufacturing and/or raw materials perspectivewhen compared to conventional fiberglass reinforced resin poles.Finally, it is desired that such a pole be manufactured in a manner thatdoes not require the use of exotic machinery, and that can be made fromraw materials that are readily available.

SUMMARY OF THE INVENTION

Fiber reinforced resin poles of this invention comprise a generallyannular body having a wall structure that is defined between a poleinside and outside diameter, and having a length that extends axiallybetween opposed pole ends. Poles of this invention have a wall structurecomprising a number of fiber reinforced resin layers. The fiberreinforced resin layers can be positioned to form an inside portion ofthe wall structure, or an inside wall structure, and an outside portionof the wall structure, or an outside wall structure. In an exampleembodiment, a portion of the layers used to form the pole wall structureis oriented longitudinally within the wall structure substantiallyparallel to an axis running along the pole length.

The longitudinally-oriented fiber reinforced resin layers can bedisposed within the inside and/or the outside portion of the wallstructure depending on the particular pole configuration as called forby the pole end-use application. The wall structure can also includeradially-oriented fiber reinforced resin layers that can be disposedwithin the inside and/or outside portion of the wall structure. Theradially-oriented fiber reinforced resin layers are oriented at an anglebetween about 70 to 90 degrees relative to an axis running along thepole length. In an example embodiment, poles of this invention areformed having a wall structure comprising at least 50 percentlongitudinally-oriented fiber reinforced resin layers.

Additionally, fiber reinforced resin poles of this invention include oneor more layers of a core of composite material comprising a plurality ofparticulate material that is dispersed within a continuous region ofhardened material. In an example embodiment, the composite material is apolymer mortar material comprising a solid constituent and a liquidconstituent. In an example embodiment, the polymer mortar material solidconstituent is sand and the liquid constituent is a hardenable/curableresin material. In an example embodiment, the one or more layers ofcomposite material comprises a repeated arrangement of the compositematerial and a carrier material positioned adjacent the compositematerial.

The composite material is preferably disposed between the fiberreinforced resin layers. The exact placement position of the compositematerial within the pole wall structure can vary. For example, thecomposite material can be positioned intermediate the inside and outsidewall portions. Additionally, the composite material can be positioned atmore than one location in the pole wall structure, e.g., it can bepositioned intermediate the inside and outside wall portions and it canalso be positioned within one or both of the inside and outside wallportions.

Fiber reinforced resin poles of this invention can further include anoutside surface that is resistant to ultra violet radiation. Suchoutside surface can be provided in the form of a surface coating formedfrom a material that is resistant to ultra violet radiation selectedfrom the group of materials consisting of cured resin materials,particulate materials, and mixtures thereof.

Fiber reinforced resin poles of this invention are preferably formedusing a continuous process on a rotating mandrel, making use ofdifferent sequentially position stations to form the different portionsof the pole as the fabrication is being moved axially along the mandrel.Poles of this invention enable one to tailor the construction featuresin a manner calculated to realize optimal tensile and compressivestrength for providing a desired resistance to bending stress orbuckling for accommodating use with popular pole applications, e.g., forcarrying utility or power lines or the like. Poles of this inventionthat are constructed using a continuous process that enables one to usedifferent materials for making different portions of the pole, therebyintroducing manufacturing flexibility into the fabrication process toassist in achieving a pole construction having the above-noted desiredoptimized properties.

BRIEF DESCRIPTION OF THE DRAWINGS

These and other features and advantages of the present invention will beappreciated as the same becomes better understood by reference to thefollowing detailed description when considered in connection with theaccompanying drawings wherein:

FIG. 1 is a perspective side view of an example embodiment fiberreinforced resin pole as constructed according to the principles of theinvention;

FIG. 2 is a cross-sectional section view taken along section 2-2 of thepole illustrated in FIG. 1;

FIG. 3 is a cross-sectional section view of an alternative embodiment ofthe pole of this invention;

FIG. 4 is a schematic view of an apparatus used for making the pole ofFIGS. 1 and 2 according to an example continuous process;

FIG. 5 is a schematic view of an apparatus used for making poles of thisinvention according to another example continuous process; and

FIG. 6 is a schematic view of an apparatus used for making poles of thisinvention according to still another example continuous process.

DETAILED DESCRIPTION

Fiber reinforced resin poles of this invention generally comprise acomposite construction including a fiber reinforced resin structureincluding a plurality of axially-oriented fiber reinforced resin layersand one or more polymer mortar material layers, wherein suchconstruction is specially engineered having combined properties oftensile strength and compression strength calculated to provide adesired axial tensile strength, axial compressive strength, andresistance to buckling to meet the particular end-use applicationconditions of the pole.

As explained in greater detail below, in an example embodiment, poles ofthis invention are preferably constructed using a continuous process,and the polymer mortar material is provided in the form of one or morelayers within the pole to cost effectively provide a desired wallthickness to the pole structure to provide a desired compressionstrength. Further, poles of this invention use longitudinally- oraxially-oriented fiber reinforced resin layers, also using theabove-noted continuous process, for the purpose of providing a desiredaxial tensile strength. Still further, fiber reinforced resin poles ofthis invention can include an outermost surface that has been coated orotherwise treated to provide improved resistance to weathering and ultraviolet (UV) effects.

FIG. 1 illustrates an example embodiment fiber reinforced pole 10constructed in accordance with the principles of this invention. Thepole 10 of this example embodiment generally has a cylindrical outersurface 12 with an axial length that is defined by opposed pole ends 14and 16. In this particular example, the pole 10 has an outer surfacehaving a circular cross-sectional geometry giving rise to a cylindricalconstruction. However, it is to be understood that poles of thisinvention can have outside surfaces that are configured differently thanthat illustrated in FIG. 1. For example, poles of this invention can beconfigured having an outer surface 12 characterized by a non-circularcross section, e.g., one that is hexagonal, octagonal, or the likedefined by a sequence of flat surfaces rather than by a continuous roundsurface. Alternatively, rather than being non-circular and defined by anumber of sequential flat surfaces, the pole can have an ovalgeometrical structure.

Further, while poles of this invention are illustrated in FIG. 1 ashaving a constant outside diameter, it is to be understood that poles ofthis invention can be configured having an outside surface 12 defined bytwo or more different diameter sections, e.g., having a first outsidediameter section positioned near a base portion of the pole that isdifferent than a second outside diameter section positioned near a topportion of the pole. In such an example, the first diameter section canbe greater than the second diameter section. Additionally, the differentdiameter sections can be stepped or tapered.

Referring now to FIG. 2, in such example embodiment, moving radiallyoutwardly from a position within the pole, the pole 10 includes aninside wall structure 18 that is formed from a plurality of fiberreinforced resin layers. In an example embodiment, the reinforcing fibermaterial used to form the inside wall structure can be selected fromthose fibrous materials conventionally used to form fiber reinforcedresin pipe. Examples of suitable reinforcing fiber materials useful forforming the inside wall structure include conventional filamentmaterials such as glass, carbon, Kevlar and the like, and combinationsthereof. In a preferred embodiment, the reinforcing fiber is glass thatis made by, for example, PPG of various yields as called for by theparticular end-use pole application.

The resin component useful for forming the inside wall structure 18includes those that are conventionally used to form fiber reinforcedresin pipe. In an example embodiment, the resin component that is usedto impregnate or wet the reinforcing fiber can be any thermosetting orthermoplastic resin used in winding or laminating procedures, and may beselected from the group of resins that include polyester resins, vinylester resins, phenolic resins, urethane resins, melamine-formaldehyderesins, epoxy resins, urea-formaldehyde resins, phenol-formaldehyderesins, polyvinyl chloride resins, polyvinylidene chloride resins,silicones, silanes, siloxanes, acrylics, and mixtures thereof. Ifdesired, the resin component can include siloxane modification, or thepresence of silicon in some other form. Other resin materials that canbe used in include epoxy-terminated butadiene nitrile (ETBN) and/orcarboxyl-terminated polymer butadiene (CTBN).

The inside wall structure 18 is constructed so that a sufficient amountof the resin component is used to wet and bond together the differentlayers of the reinforcing fiber material. The inside wall structure 18may comprise in the range of from about 10 to 40 percent by weight ofthe resin component. In a preferred embodiment, the inside wallstructure 18 comprises approximately 20 percent by weight resin.However, it is to be understood that the exact amount of the resincomponent that is used to form the inside structural wall can and willvary depending on such factors as the type of materials used for theresin itself, the type of material used for the reinforcing fiber, andthe particular pole end-use application. In an example embodiment, theresin is applied to the reinforcing fiber material by a conventionalapplication technique, such as by running the fiber material through aresin bath or the like.

The pole inside wall structure 18 is formed using a continuous process,wherein the layers of fiber reinforced resin material are applied to anunderlying mandrel in a continuous manner as the pole is being movedaxially along different process stations in a conveyor-like manner overthe mandrel. In an example embodiment, the inside wall structure 18comprises a plurality of fiber reinforced resin tows or rovings 20 thatare positioned or oriented axially relative to the pole, i.e., that arepositioned longitudinally at a near zero degree angle relative to theaxis of the mandrel or inside diameter of the pole.

In an example embodiment, the axially-oriented rovings can be providedby distributing them evenly around the circumference, e.g., providingfull 360 degree coverage. It is to be understood that the exact width,spacing and/or overlap of the individual axially-oriented rovings canand will vary depending on such factors as the types of resin materialand/or reinforcing fiber material selected, the pole diameter, and theend-use pole application.

The inside wall structure 18 can additionally include reinforcing fiberwindings 22 that are applied or wound radially around the mandrel at adesired angle relative to the mandrel. Such radial windings can beapplied onto the mandrel prior to application of the axial windingsand/or can be disposed onto the axial windings after they have beenapplication. It is to be understood that the exact ordering of theradial and axial windings used to form the pole inside wall structurecan and will vary depending on the particular end-use pole application.

In an example embodiment, such radially-oriented fiber reinforced resinwindings can be wound at an angle in the range of from 70 to 90 degreesrelative to the axis of the mandrel, that will vary depending on thediameter of the structure and on the lead per revolution.

In an example embodiment, the inside wall structure 18 includes someamount of the radially-wound fiber reinforced resin windings 22 for thepurpose of acting as a crack stopper between the axially-oriented fiberreinforced resin strips 20, and/or to provide a desired degree of ringcrush resistance for through bolt clamping loads and/or for resistingovalization of the pole under bending stress.

In an example embodiment, the radially-oriented windings 22 can be woundonto the mandrel using a lead per revolution of the mandrel equal to theroving band width and in the range of from about 0.5 to 6 inches,preferably in the range of from about 1 to 4, and more preferably in therange of from about 1 to 1.5 inches. It is to be understood that theexact width of the radially-oriented windings can and will varydepending on such factors as the types of reinforcing fiber materialselected, the pole diameter, and the end-use pole application.

In an example embodiment, the inside wall structure 18 can comprise atleast 50 percent axially-oriented rovings, and preferably from about 70to 90 percent axially-oriented rovings 20. The inside wall structure cancomprise at least about 5 percent radially-oriented fiber reinforcedresin windings, and preferably comprises in the range of from about 10to 30 percent radially-oriented fiber reinforced resin windings 22.

In an example embodiment, the inside wall structure 18 is formed byfirst disposing a number of radially-oriented fiber reinforced resinwindings 20 onto an underlying mandrel. In an example embodiment, themandrel is first covered with a desired release material, e.g., formedfrom paper or the like, that is designed to facilitate axial movement ofthe material layers subsequently disposed thereon in conveyor-likefashion to facilitate forming the pole using a continuous/uninterruptedprocess. The radially-oriented windings 20 are positioned along themandrel with their longitudinal edges preferably abutting one another oroverlapping one another. Alternatively, the radially-oriented windingscan be positioned such that there is a desired amount of space betweenadjacent bands. In a preferred embodiment, the radially-orientedwindings are positioned such that their radial edges are touchingrelative to one another.

Alternatively, the inside wall structure can be formed by first applyingone or more axially-oriented fiber reinforced resin rovings onto themandrel.

After the radially-oriented fiber reinforced resin windings have beenapplied, the inside wall structure 18 is further formed by disposing anumber of axially-oriented fiber reinforced resin rovings 20 onto theunderlying radial windings. The axially-oriented fiber reinforced resinrovings 20 are positioned along the mandrel with their longitudinaledges preferably abutting one another or overlapping one another.Alternatively, the axially-oriented rovings can be positioned such thatthere is a desired amount of space between adjacent rovings. In apreferred embodiment, the axial rovings are positioned such that theirlongitudinal edges are touching relative one another.

The thickness of the inside wall structure 18 will vary depending on theparticular pole end-use application. Additionally, the inside wallstructure can be made from multiple layers of axially- and/orradially-oriented fiber reinforced resin materials, that may be ordereddifferently depending on the particular pole application. In an exampleembodiment, where the pole has a length of approximately 45 feet and isadapted for use in carrying a minimum load of approximately 2,400pounds, the pole is constructed having an inside wall structurethickness in the range of from about 0.025 to 0.1 inches, and preferablyin the range of from about 0.06 to 0.08 inches.

Moving radially outwardly from the inside wall structure 18, the pole 10comprises a composite material intermediate layer or core 24. In anexample embodiment, the composite material is a polymer mortar material.As used herein, the term “polymer mortar” is understood to refer to anytype compound comprising at least one liquid constituent and at leastone solid constituent that when combined together form a readilyconformable material mixture. Additionally, it is desirable that thepolymer mortar material be capable of curing to a hardened state, and becapable of doing so with minimal shrinkage and having some degree offlexibility. Thus, it is desired that the constituent materials used toform the polymer mortar material be selected to promote the formation ofa strong bond when in the cured or hardened state among the constituentmaterials. It is further desired that the polymer mortar be formed fromconstituent materials such that when in the hardened or cured state theycontribute a desired level of compressive strength to the polestructure. In a preferred embodiment, the resin or liquid constituentthat is used to form the polymer mortar includes a coupling agent, e.g.,a silicon compound such as a silane or the like, to improve the bondthat is formed with the solid constituent when provided in the form ofsand.

The types of liquid constituent useful for forming the polymer mortarinclude polymer materials that are capable of contributing one or moreof the properties noted above for the polymer mortar, and can includeresin materials such as those used to form conventional fiber reinforcedresin pipe. In an example embodiment, it is desired that the liquidconstituent be one that cures or otherwise transforms to a hardenedstate under heated or ambient conditions, and while in such hardenedstate be one that displays some degree of flexibility. In an exampleembodiment, the liquid constituent is selected from the same group ofresin materials described above with reference to the inside wallstructure. In a preferred embodiment, the liquid constituent is an epoxyresin, such as an anhydride cured epoxy.

The types of solid constituents useful for forming the polymer mortarinclude particulate matter that is capable of contributing one or moreof the properties noted above for the polymer mortar. In an exampleembodiment, it is desired that the solid constituent be one thatprovides the property of compressive strength to the hardened polymermortar, and ideally is one that does so at a raw material cost that iseconomically desirable. Example solid constituent materials useful forforming the polymer mortar include sand, other types of silica-basedparticulate matter, crushed concrete, crushed rock, crushed granite,clay, calcium carbonate, and other types of widely available crushedparticulate material, and mixtures thereof.

The size of the solid constituent used to form the polymer mortar canvary as a function of the type of liquid constituent that is used, thetype of the solid constituent material that is selected, and theparticular end-use application for the pole. In an example embodiment,the solid constituent can have an average particle size in the range offrom about 0.02 to 0.08 inches, and more preferably in the range of fromabout 0.06 to 0.07 inches. Additionally, the solid constituent materialcan comprise a monomodal distribution of a single particle size, or cancomprise multi-modal distribution of a number of different particlesized solid constituents. For example, the solid constituent can includea combination of differently sized particles that are specially selectedand proportioned to provide a desired degree of packing density or thelike to the polymer mortar. In a preferred embodiment, clay can be usedas a filler to the liquid component to reduce cost and improvecompressive strength by increased particle fillers.

In addition to the above-discussed liquid and solid constituents, thepolymer mortar can include other optional constituent materials that forexample can be selected to promote certain desired properties. In anexample embodiment, the polymer mortar can include a constituentmaterial that promotes adhesion, e.g., an adhesion promoter or couplingagent, that enhances the bond strength between the solid and liquidconstituents, thereby increasing the tensile and/or compressive strengthof the polymer mortar. In the example where sand is used as the solidconstituent, the use of an amine or amino-functional ingredient hasproven useful for increasing the bond strength of the sand to the liquidconstituent in the hardened polymer mortar, in some cases has improvedcompressive strength to up to three times. In the example polymer mortarcomposition discussed above, comprising sand and epoxy, an aminecoupling agent is used.

Other types of materials that can be optionally included in the polymermortar include fibrous materials, such as chopped fibers, used inconjunction with the solid and liquid constituents to provide furtherdesired properties to the hardened polymer mortar. For example, theaddition of chopped fibers could be used for the purpose of keeping thepolymer mortar, e.g., the sand particles within the polymer mortar,together if the polymer mortar is cracked when subjected to a tensionload condition. The types and sizes of fibers that are used can vary andcan be selected from the same types of reinforcing fiber materialsdisclosed above for the inside wall structure. While the use of fibershas been disclosed as one example type of optional solid constituentthat can be used, it is understood that other types of solid materialscan also be used such as those formed from plastic, metal, ceramic, orelastomeric materials, or mixtures thereof.

The amount of the liquid constituent in the polymer mortar relative tothe solid constituent can and will vary depending on a number of factorssuch as the types of liquid and solid constituents used, the particlesize of the solid constituent, and the particular pole end-useapplication. In an example embodiment, the polymer mortar comprises inthe range of from about 75 to 95 percent by weight solid constituentbased on the total weight of the polymer mortar, and preferably in therange of from about 85 to 95 percent by weight solid constituent. In anexample embodiment, the polymer mortar comprises in the range of fromabout 5 to 18 percent by weight liquid constituent based on the totalweight of the polymer mortar, and preferably in the range of from about7 to 12 percent by weight liquid constituent. The solid constituent isfurther broken down between sand and clay particles, wherein the sandmay comprise in the range of from 80 to 90 percent of the total solidconstituent weight and the clay in the range of from 10 to 30 percent ofthe total solid constituent weight.

The optional liquid and solid materials disclosed above, such asadditives, adhesion promoters, flow control agents, fibers and the like,in the polymer mortar can be present up to about 10 percent by weight,and preferably up to about 3 percent by weight based on the total weightof the polymer mortar. It is understood that the amount of theseoptional constituents can and will vary based on many of the samefactors noted above for the solid and liquid constituents.

As described in greater detail below, in the example embodimentillustrated in FIG. 2, the polymer mortar intermediate layer or core 24is provided in the form of a layered construction comprising a layeredstructure of repeated polymer mortar 26 and a carrier material 28.Generally, the inside wall structure 18 is surrounded with one or morerepeated layers of the polymer mortar and carrier material. Thisrepeated structure is formed by the process of applying the polymermortar onto the underlying pole structure (which can be the inside wallstructure or a carrier material already wrapping a preexisting layer ofpolymer mortar), and then wrapping the applied polymer mortar with thedesired carrier material, thus forming a jelly roll construction ofpolymer mortar and carrier material. In a preferred embodiment, this isdone as part of a continuous process.

In an example embodiment, the thickness of each polymer mortar layer 26can and will vary depending on the particular pole end-use application.In an example embodiment, each polymer mortar layer has a thickness inthe range of from about 0.02 to 0.08 inches, and preferably in the rangeof from about 0.06 to 0.07 inches. It is to be understood that thethickness of each polymer mortar layer can be the same or different, andthat the thickness of the polymer mortar layer can vary axially withinthe pole structure.

The type of carrier material used for forming the intermediate layer orpolymer mortar core is preferably one that is capable of functioning asa carrier for a resin material that is used to wet, saturate, orimpregnate the carrier material. In an example embodiment, the carriermaterial can be provided in the form of a fabric or paper material,e.g., that is provided in the form of a low-cost veil having the basicfunction of keeping the underlying polymer mortar layer in place duringthe process of building up the polymer mortar core to a desired wallthickness. In a preferred embodiment, this is done by wetting thecarrier material with the desired liquid constituent, winding it onto anunderlying structure of the pole, applying a desired amount of the solidconstituent onto the just-applied carrier material, wherein the windingof carrier material operates to hold down an underlying polymer mortarlayer.

Accordingly, it is desired that the carrier material be selected fromthose types of materials that can be wetted or impregnated with adesired resin material or liquid constituent, and that can hold thepolymer mortar layer in place during subsequent building of the polymermortar layer or core. Additionally, it is desired that the carriermaterial that is selected be capable of providing some degree ofreinforcement to the polymer mortar intermediate layer or core for thepurpose of providing some degree of crack stopping reinforcement, e.g.,to help control the propagation of any cracks that may develop withinthe pole structure.

Carrier materials suitable for use in forming the polymer mortarintermediate layer or core include reinforcing fiber materials such asthe same types noted above for use in forming the inside wall structure18, e.g., including glass, nylon, polyester, paper and the like. In anexample embodiment, the carrier material is fabric or paper. In apreferred embodiment, the carrier material has a width in the range offrom about 0.5 to 4 inches, and preferably in the range of from about 1to 1.5 inches. The exact width of the fabric material can and will varydepending on such factors as the types of fabric material selected, thetype of resin material selected, the types of material used to form thepolymer mortar, the lead per revolution of the pole, and the end-usepole application.

In an example embodiment, it is desired that the carrier material have arelatively thin thickness so that the bulk of the polymer mortarintermediate layer or core 24 is made up primarily of the polymer mortarmaterial.

As noted above, in an example embodiment, the carrier material iswetted, saturated or impregnated with a desired resin material. Suitableresin materials useful for this purpose include those discussed abovefor forming the inside wall structure and/or for forming the polymermortar composition. Ideally, the resin material is one that will form adesired bond with the polymer mortar and with any subsequent windingthat the pole structure may include. In an example embodiment, the resinmaterial is an epoxy.

In an example embodiment, the carrier material 28 is wetted, saturatedor impregnated with the desired resin material and is applied or woundradially around the underlying polymer mortar layer 26 at a desiredangle relative to the mandrel that will provide full coverage of themandrel. In an example embodiment, the carrier material can be wound atan angle in the range of from about 85 to 89 degrees relative to theaxis of the mandrel, and preferably at an angle in the range of fromabout 87 to 89 degrees. It is to be understood that the actual windangle can and will vary depending on the lead per revolution of thepole.

Accordingly, in the example embodiment illustrated in FIG. 2, thepolymer mortar intermediate layer or core 24 comprises, moving radiallyoutwardly from the axis of the pole, a repeated arrangement of polymermortar layers 26 and carrier material layers 28. In such embodiment,this repeated arrangement of polymer mortar layers and carrier materiallayers is continued until a desired polymer mortar core wall thicknessis achieved. The number of polymer mortar layers will vary depending ona number of factors that include the types of materials used to form thepolymer mortar and fabric, the thickness of each layer, as well as thedesired wall thickness for the pole structure. This wall thickness willvary depending on the particular end-use pole application. In an exampleembodiment, the wall thickness is sufficient to provide a degree ofcompressive crush strength and buckling resistance to accommodate thepole end-use application, e.g., the load of the pole and the load thatthe pole will be carrying when placed into service.

If desired, rather that using a reformed carrier material for formingthe polymer mortar layer or core, the carrier material can itself beformed during the process of making the polymer mortar later or core. Insuch an example embodiment, the carrier material can be formed bydispensing chopped fiber or the like onto polymer mortar liquid andsolid constituents that have been dispensed onto the pole structure. Insuch embodiment, radial rovings are then wound around the dispensedchopped fiber and are used to tie down such fibers thereby forming afiber matter or carrier material during the process of forming thepolymer mortar layer. In an example embodiment, radial rovings aredispensed onto pole structure such that a gap exists between adjacentedges of the radial rovings, and the chopped fiber should be sizedhaving a length that is sufficient so that a majority of the choppedfiber is trapped between the adjacent rovings. In an example embodiment,the chopped fibers are sized having a length of about two times that ofthe gap between adjacent radial rovings. Configured in this manner, thecarrier material or mat is formed in situ during the formation of thepolymer mortar layer or core by the combined chopped fiber and radialrovings.

The example embodiment pole illustrated in FIG. 2 presents an examplepole construction comprising two layers of the polymer mortar material.It is to be understood that this was provided for purposes of referenceand is not intended to be limiting of the actual number of polymermortar layers poles of this invention can include. Additionally, it isto be understood that the relative thicknesses of the layers illustratedin FIG. 1 are provided again for purposes of reference and are notintended to be limiting as to the actual thickness of the differentlayers of materials used to form poles of this invention.

In an example embodiment, where the pole has a length of approximately45 feet and is adapted for use in carrying a load of approximately 2,400pounds as measured laterally to the axis of the pole at a distance ofapproximately two feet from a tip of the pole. Such example pole isconstructed having a set or polymer mortar intermediate layers or totalpolymer core wall thickness in the range of from about 0.2 to 0.4inches, and preferably in the range of from about 0.25 to 0.35 inchesmade from multiple layers of polymer mortar material and carriermaterial. These layers may be dispersed between multiple structurallayers or concentrated all in one location within the pole structuralwall.

Referring to FIG. 3, rather than being formed from a number of repeatedpolymer mortar layers and carrier material layers, fiber reinforcedresin poles 30 of this invention may comprise a polymer mortarintermediate layer or core 32 provided in the form of a single layer ofpolymer mortar 34 having the a wall thickness that is calculated toprovide a desired degree of compressive strength and/or local bucklingresistance for the particular end-use pole application. In such anembodiment, it may be desired to form the polymer mortar using a specialcombination of solid constituent, liquid constituent, and optionaladditives to permit the formation of a single polymer mortar layer 24having a desired wall thickness without intervening windings of acarrier material. In an example embodiment, a single winding of carriermaterial 36 around the outside surface of the polymer mortar 34 may beused if desired to keep the polymer mortar core 36 in place during thecontinuous manufacturing process.

Referring back to FIG. 2, moving radially outwardly from the polymermortar intermediate layer or core 24, the pole can include one or morelayers of hoop roving 38 disposed over the underlying polymer mortarlayer or core 24. The hoop roving 38 can be used to aid in furtherconsolidating the underlying polymer mortar layer or core and hold thepolymer mortar layer or core in a consolidated state, which is desiredfor the purpose of achieving a desired polymer mortar layer packingdensity that will yield the desired compression resistance.

The hoop roving comprises a fiber reinforced resin material and can beformed from the same reinforcing fiber materials and resin materialsdiscussed above for forming the inside wall structure. In an exampleembodiment, the hoop roving 38 is provided in the form of a fiberglasstow material band that is wetted, saturated or impregnated with an epoxyresin material. In such example embodiment, the hoop roving band has awidth in the range of from about 0.5 to 4 inches, and preferably in therange of from about 1 to 1.5 inches. The hoop roving provided in acontinuous process, and has a wind angle in the range of from about 85to 89 degrees relative to the axis of the pole, and preferably at anangle in the range of from about 87 to 89 degrees. The wind angle forthe hoop roving can vary depending on the lead/revolution of the poleand the pole diameter.

In an example embodiment, the hoop roving band 38 may be provided in theform of a single layer of material, or as multiple layers of material.In an example embodiment, the hoop roving band is provided in the formof a single layer. The total thickness of the hoop roving used to formpoles of this invention can and will vary, but can be in the range offrom about 0.005 to 0.02 inches, and preferably in the range of fromabout 0.01 to 0.015 inches.

In an example embodiment, the hoop roving is part of an outside wallstructure 40 having a fiber reinforced resin structure. Accordingly, theoutside wall structure 40 operates to sandwich the polymer mortarintermediate layer or core 24 between it and the inside wall structure18. The reinforcing fiber materials and resin materials useful forforming the outside wall structure 40 can be selected from the samegroup of reinforcing fiber materials and resins discussed above forforming the inside wall structure 18. The reinforcing fiber materialthat is disposed over the underlying hoop roving is wetted, impregnatedor saturated with the resin.

The outside wall structure 40 is constructed so that a sufficient amountof the resin component is used to wet and bond together the reinforcingfiber layers. The outside wall structure 40 may comprise in the range offrom about 10 to 40 percent by weight of the resin component. In apreferred embodiment, the outside wall structure 40 comprisesapproximately 20 percent by weight resin. However, it is to beunderstood that the exact amount of the resin component that is used toform the outside wall structure can and will vary depending on suchfactors as the type of materials used for the reinforcing fiber and theparticular pole application. In an example embodiment, the resin isapplied to the reinforcing fiber by a conventional applicationtechnique, such as by running the fiber through a resin bath.

In a preferred embodiment, the pole outside wall structure 40 is formedin a continuous process, wherein the reinforcing fiber layers areapplied to the underlying hoop roving in a continuous manner rather thanas separate precut sheets or strips. In an example embodiment, theoutside wall structure 40 comprises a plurality of fiber reinforcedresin rovings or tows 42 that are positioned or oriented axiallyrelative to the pole, i.e., that are positioned longitudinally at a nearzero degree angle relative to the axis of the mandrel or inside diameterof the pole.

In an example embodiment, the evenly spaced axially-oriented fiberreinforced resin rovings or tows 42 can be provided based on a total towcount of from 84 to 168 tows, and the yield of the specific tows. It isto be understood that the exact count and yield of the axially-orientedtows used to form the outside wall structure 40 can and will varydepending on such factors as the type of resin and/or reinforcing fiberselected, the pole diameter, and the end-use pole application.Additionally, the number of axial tows, tow yields and the like may alsobe depend on the construction of the inside wall structure 18, e.g., theextent of axial rovings that were used to form the same. Because thepole functions mainly as a loaded cantilever bending member, and themoment of inertia increases with the forth power of diameter, thepresence of axial rovings in the outside wall structure is moreeffective in optimizing the pole structural performance.

However, it is to be understood that the outside wall structure 40 canadditionally include fiber reinforced resin windings 44, in addition tothe radial roving, that are applied or wound radially around the axialrovings at a desired angle relative to the pole axis. In an exampleembodiment, such radially-oriented fiber reinforced resin windings 44can be wound at an angle in the range of from about 87 to 89 degreesrelative to the axis of the pole, and preferably at an angle in therange of from about 88 to 89 degrees.

In an example embodiment, like the inside wall structure 18, the outsidewall structure 40 can also include some amount of the radially-orientedfiber reinforced resin windings 44 for the purpose of acting as a crackstopper between the axially-oriented rovings 42, and/or to provide adesired degree of crush resistance for through bolt clamping loadsand/or for resisting ovalization of the pole under bending stress.

In an example embodiment, the radially-oriented windings 44 can beprovided having a width in the range of from about 0.5 to 4 inches. Likefor the axially-oriented rovings 42, it is to be understood that theexact width of the radially-oriented windings 44 can and will varydepending on such factors as the types of resin and/or reinforcing fiberselected, the construction of the inside wall structure, and the poleend-use application.

In an example embodiment, the outside wall structure 40 can comprise atleast 50 percent axially-oriented rovings 42, preferably in the range offrom about 70 to 90 percent axially-oriented rovings 42, and in therange of from about 10 to 30 percent radially-oriented fiber reinforcedresin windings 44.

In an example embodiment, the outside wall structure 40 is formed byfirst disposing a number of hoop rovings onto the underlying polesurface for the purpose of consolidating the underlying polymer mortarintermediate layer or core. A number of the axially-oriented rovings 42are then disposed onto the surface of the underlying hoop rovings. Theaxially-oriented rovings are positioned along the underlying polesurface with their longitudinal edges preferably abutting one another oroverlapping with one another. Alternatively, the axial rovings can bepositioned such that there is a desired amount of space between adjacentwindings. In a preferred embodiment, the axial rovings are positionedsuch that their longitudinal edges are touching relative to one another.

While a particular example embodiment of the pole is illustrated in FIG.2, as having its inside and outside wall structures formed from aparticular arrangement of axially and radially oriented fiber reinforcedresin layers, it is to be understood the poles of the invention cancomprise axially and radially-oriented fiber reinforced resin layersthat are arranged differently than as illustrated.

The thickness of the outside wall structure 40 will vary depending onthe particular pole application. In an example embodiment, where thepole has a length of approximately 45 feet and is adapted for use incarrying a load of approximately 2,400 pounds, the pole is constructedhaving an outside wall structure thickness in the range of from about0.05 to 0.1 inches, and preferably in the range of from about 0.06 to0.8 inches. Again, it is to be understood that the exact thickness ofthe outside wall structure can and will depend on such factors as theconstruction of the inside wall structure 18, the construction of thepolymer mortar intermediate layer or core 24, the construction of thehoop rovings 38, and the materials used to form the axially-orientedrovings.

It is desired that poles constructed in accordance with the principlesof this invention include an outermost layer that has been treated orotherwise constructed to provide a desired degree of weather andresistance to ultra violet (UV) rays or radiation. It is known thatpoles having conventional fiberglass reinforced resin constructionssuffer from inadequate UV resistance as the polyester and/or epoxyresins that are used to make such conventional poles are subject to UVdegradation.

Poles of this invention are constructed having an outer surface 46formed from a material that is designed to provide a desired degree ofweatherablity and UV resistance for a particular pole end-useapplication. The desired UV resistance can be achieved by eitherproviding a pole outside surface formed from a material that is designedto act as a barrier or ablate over time as it degrades, by using arelatively thicker outer surface, and/or by using specially formulatedcompositions or the like that themselves provide a higher level of UVresistance, and/or a combination of the two.

In an example embodiment, the pole 10 includes an outermost surface 46that includes a specially formulated composition that is UV resistant,and this is again done as part of the continuous pole forming process.Example UV resistant compositions useful for forming such coatinginclude those having siloxane and/or urethane modification, such as thePSX-700 resins available from PPG. Such UV resistant compositions canalso include desired fillers and/or pigments and/or additives to providea desired pole outer surface texture and/or color, and/or to furthercontribute to the coating's UV resistance. In an example embodiment, theUV resistant coating is formed from a weatherable low viscosity epoxyresin composition. Since UV resistance is a property that is notrequired for the internal structure of the pole, the resin compositionthat is used to provide the outside coating can be different from theresin materials used to form the above-described internal structuralelements of the pole.

The UV resistant coating can be applied by conventional dispensing orspraying technique to provide a desired coating thickness, which isunderstood to vary depending on the particular UV resistant materialthat is used and the particular pole end-use application. Alternatively,the UV resistant coating can be applied in the form of a saturated veilor gauze material disposed as a surface of the outside wall structure 40to provide a desired coating thickness. In an example embodiment, the UVresistant layer (be it provided in the form of a resin coating or in theform of a saturated fabric material) is in the range of from about 0.004to 0.04 inches, and preferably in the range of from about 0.004 to 0.008inches. Further, the UV resistance can be obtained or improved byapplying a layer of solid material, e.g., particles or grains such assand or the like, to the pole outer surface that acts as a barrier to UVradiation to protect the underlying pole structure. If desired, theparticles can be adhered to an underlying surface of UV resistant resinor the like to provide a further degree of UV resistance to the pole.

It is desired that poles of this invention be constructed having anoptimized structure; namely, one constructed so that all structuralelements fail under tension or compression at the same time. Forexample, it is desired that poles of this structure be constructed tofail on the tensile side at the same load as failing on the compressiveside. In an example embodiment, the polymer mortar will fail in tensionat about 3,000 psi, and at a low strain to failure. The strain andstrength to failure can be increased dramatically by fiber reinforcementso it roughly matches a desired 2.4% strain to failure of the axialglass on the tensile side at 150,000 psi tensile strength in the axialfiber reinforced resin layer.

On the compressive side, the pole wall is preferably thick enough toresist local buckling up to the failure load on the tensile side. Thecrush strength must also be sufficient to resist the failure force orload on the tensile side. The optimum polymer mortar layer or core willcrush at about the same load as the local pole structure fails incompressive buckling. The wall thickness is preferably increased to meetthe buckling requirements. At this point the wall must also resistcrush. Typically the wall thickness required for buckling is sufficientto resist crush, so some material savings can be achieved by adjustingthe polymer mortar for lower compressive strength or higher strain tofailure on the tensile side to optimize the overall pole structure. Akey element of this is the understanding that the axially-oriented fiberreinforced resin layer can provide tensile strength up to 150,000 psi,but typically crushes based on the strength of the resin matrix sincethe very small diameter glass fibers have no local buckling resistancewithout support from the resin matrix. Typical crush resistance of anaxial glass saturated and cured in a resin matrix is in the order of20,000 to 25,000 psi.

Accordingly, poles of this invention are constructed comprising someamount of axially-oriented fiber reinforced resin (provided in theinside wall structure and/or in the outside wall structure) forproviding optimum axial tensile strength and stiffness, with the polymermortar core providing overall compressive and buckling strength equal toor greater than that of the tensile strength side of the pole. In anexample embodiment, the polymer mortar layer or core has improvedcompressive strength equal to, or as close as possible to, the tensilestrength of the axially-oriented fiber reinforced resin layer, which isabout 150,000 psi. Further, it is desired that the poles of thisinvention be optimized so that the overall compressive and bucklingstrength matches the tensile strength of the pole by modifying thethickness and compressive strength to failure of the polymer mortarlayer or core so that failure from buckling occurs at about the sametime as failure from crush.

Poles of this invention are preferably formed by a continuous processusing an apparatus comprising a series of devices that are configuredand positioned to provide such continuous pole forming process. In suchcontinuous process, the different structural features and elements ofthe pole described above are provided during sequential stages of acontinuous process that at a starting point at one end of a rotatingmandrel begins with a bare mandrel, and that at a finishing point at theopposite end of the mandrel results in the formation of the completedpole, i.e., without stopping the process and/or without removing anintermediate pole construction from the mandrel.

FIG. 4 illustrates in side schematic an embodiment of a continuousprocess 50, and the various devices for implementing the same, formaking fiber reinforced resin poles of this invention. This particularcontinuous process is one that comprises two axial dispensement heads.Poles of this invention as described above are made in the followingmanner by this process 50. A mandrel 52 sized having a desired outsidediameter and a desired length is rotatably mounted by a stationarysupport member (not shown) positioned at one end of the mandrel. Themandrel is positioned so that it extends between a number of polefabrication stations as further described below.

Moving from left to right in FIG. 4, one or more rolls 54 are positionedadjacent an outside surface of the mandrel 52, and are configured todispense a layer of a release material 56 in the form of a sheetmaterial onto the mandrel surface. In an example embodiment, at leastfour rolls 54 are used to dispense four sheets of release material ontothe mandrel, and the release material is one capable of being movedaxially along the mandrel outside surface as the mandrel continuesrotating to facilitate the conveyor-like axial movement of the poleconstruction along the mandrel. In an example embodiment, the releasematerial can be in the form of kraft paper, mylar, cellophane, aluminumfoil or the like. The release material is dispensed so that itpreferably covers the outside surface of the mandrel thereby forming atube that is both capable of moving axially along the mandrel tosubsequent pole fabrication stations, and protecting the mandrel fromthe subsequently disposed materials that will be applied thereto duringthe pole forming process.

In an example embodiment the release material can be coated with glue orcan be saturated with a resin material. This can be done for the purposeof getting the sheets or release material to adhere to one another andto confirm closely to the shape of the underlying mandrel. The glue orresin can be applied via a suitable spray or coating station 58 that ispositioned downstream from the rollers 54. A heating station 60 ispositioned downstream from the winding station 58 and can be provided inthe form of an oven or the like for the purpose of drying the wettedrelease material for forming a tube structure having an outside diameterthat closely conforms to an outside diameter of the mandrel forsubsequent pole fabrication steps.

The tube structure exiting the heating station 60 is now ready to bepassed to one or more stations that are used to produce the inside wallstructure as described above. In this example embodiment, the insidewall structure includes both radially wound and axially directed resinreinforcing fibers. The tube structure exiting the heating station 60passes to a first winding station 62 where reinforcing fiber material 63is wound radially around the tube at a desired angle relative to themandrel axis. The reinforcing fiber material can be wetted, saturated orimpregnated with resin before being wound around the tube, and/or thedesired resin material can be disposed onto the tube before or after thereinforcing fiber material is wound therearound. In an exampleembodiment, the resin material is impregnated through a resin bath priorto being applied to the mandrel.

While the example process illustrated in FIG. 4 is one that depictsapplying a radially-oriented fiber reinforced resin winding downstreamfrom the heating station 60, it is to be understood that the radiallyoriented fiber reinforced resin winding can be applied upstream from theoven if desired. In which case the first winding station 62 would bepositioned upstream of the heating station 60, and wherein such heatingstation would operate to harden the resin in the fiber reinforced resinwinding, thereby forming a hoop-reinforced structure. Before forming theinside wall structure, it may be desired that a layer of liner resin beapplied onto the tube structure via a liner resin dispensing station 64.Application of a liner resin at this early stage of manufacturing thepole is optional and can be used in an example situation where therelease material is a non-glue paper and such liner resin can be usefulfor gluing and/or sealing such release material.

In an example embodiment, using first radial or hoop windings of fiberreinforced resin material to form the inside wall structure is desiredbecause this helps reinforce the circular stiffness of the insidetraveling tube. It is to be understood, however, that there may be caseswhere the axially-oriented fiber reinforced resin rovings are appliedfirst, and such rovings are covered by the radial or hoop windings.

Moving downstream from the first winding station 62, the tube nowcarrying the radial winding of fiber reinforced resin material 63 ispassed to a first axial deployment station 66 that is configured todeposit a number of fiber reinforced resin rovings axially onto theunderlying radial windings. In an example embodiment, the first axialdeployment station 66 is in the form of spinning creels that areconfigured to dispense multiples rovings of the reinforcing fibermaterial longitudinally or axially onto underlying radial winding in amanner such that the longitudinal edges of the individual reinforcingmaterial rovings abut, overlap, or are spaced apart from one another.The first axial deployment station 66 rotates with the mandrel and in anexample embodiment deploys 168 fiber reinforced resin tows onto theunderlying substrate. The reinforcing fiber material is wetted,saturated or impregnated with a desired resin before, during or after ithas been deployed onto the underlying radial windings.

A second winding station 68 is positioned downstream from the firstaxial deployment station 66 and is configured to wind reinforcing fibermaterial 70 radially around the body of axially disposed fiberreinforced resin rovings dispensed by the axial deployment station. Thereinforcing fiber material that is used is wetted, saturated orimpregnated with a desired resin before, during or after it has beendispensed onto the underlying axial windings. The intermediate poleconstruction exiting the second winding station is one comprising theinside wall structure 72.

The pole construction now comprising the inside wall structure 72 ispassed along to one or more downstream stations used for forming thepolymer mortar intermediate layer or core. Thus, moving downstream fromthe second winding station 68, the apparatus for performing thecontinuous pole fabrication process comprises a polymer mortardispensing station 74. The polymer mortar dispensing station 74 can beconfigured to dispense both the solid and liquid constituents of thepolymer mortar material together and/or to dispense one or the other ofthe solid or liquid constituents separately.

In an example embodiment, the polymer mortar dispensing station 74 isconfigured to dispense the solid constituent 76, e.g., in the form ofsand, onto an underlying surface of the pole that is wetted with adesired liquid constituent, e.g., a resin material. In an exampleembodiment where the polymer mortar intermediate core or layer is formedfrom a number of repeated polymer mortar and carrier material layers,the solid constituent is applied onto an underlying surface of thecarrier material after the carrier material has been wound onto an outersurface of the intermediate pole structure. The carrier material 78 iswetted, saturated or impregnated with a desired resin useful for formingthe polymer mortar material. The carrier material can be formed from thematerials noted above, and in a preferred embodiment is formed from apaper material or a low cost veil fabric. The carrier material is woundonto an outside surface of an underlying intermediate pole structure viaa third winding station (not shown). In an example embodiment, such asthat illustrated in FIG. 2, multiple repeating layers of the saturatedcarrier material and sand are applied to build a polymer mortar layer orcore 79 having a desired overall wall thickness. Alternatively, as notedabove, the pole may comprise a polymer mortar core that is formedwithout having the multiple intervening windings of carrier material.

During the process of forming the polymer mortar layer or core, the sand76 being dispensed from station 74 sticks to the surface of theunderlying resin saturated carrier material and effectively applies onelayer of sand for each layer of the carrier material. The excess sandnot in contact with the resin saturated carrier material falls off ofthe pole as it rotates and is recovered for reuse. If desired, furthersteps or techniques can be used to control the layer thickness of thesand, such as by using a metering stick or the like.

Moving downstream from the polymer mortar dispensing station 74, thecontinuous pole fabrication process comprises a forth winding station 82that is used for applying a layer of hoop roving 84 onto the polymermortar layer 79 as discussed above in relation to the example poleembodiment illustrated in FIG. 2. Additionally, a vibration station (notshown) is positioned adjacent the polymer mortar dispensing station 74for the purpose of consolidating the polymer mortar layer or core. In anexample embodiment, the hoop roving can be applied simultaneously whilethe polymer mortar core is being vibrated, e.g., a vibrating device ispositioned so that it vibrates the pole structure upon applying the hooproving, to consolidate the sand, resin and carrier material, and toremove excess resin and air. The simultaneous winding of the hoop rovinghelps in the consolidation process and helps to hold the polymer mortarmaterial in the consolidated condition, e.g., the roving tightens as thepolymer mortar core is consolidated.

Once the polymer mortar layer or core 79 is formed, the pole is movedaxially along the mandrel to one or more stations that are configuredfor fabricating the outside wall structure. Accordingly, downstream fromthe fourth winding station 82, used to apply the hoop roving 84, is asecond axial deployment station 88 that is configured to deposit anumber of reinforcing fiber material rovings axially onto the underlyingpolymer mortar layer or core. In an example embodiment, the second axialdeployment station 88 is configured to dispense the fiber reinforcedresin material longitudinally or axially onto the underlying hoop layersuch that the longitudinal edges of the individual reinforcing materialrovings abut, overlap, or are spaced apart from one another. The secondaxial deployment station 88 rotates with the mandrel and in an exampleembodiment deploys 168 tows of fiber reinforced resin onto theunderlying substrate. The reinforcing fiber material is wetted,saturated or impregnated with a desired resin before, during or after ithas been deployed onto the underlying polymer mortar layer or core.

Moving downstream from the second axial deployment station 88, thecontinuous process includes a fifth winding station 90 that isconfigured to apply a winding of fiber reinforced resin material 92radially around the axially disposed fiber reinforced resin strips. Thiscan be done for the purpose of providing a desired degree of hoopstrength to the pole. Together the axially and radially oriented layersof fiber reinforced resin disposed over the polymer mortar layer or coreform the pole outside wall structure 94.

As noted above, it is desired that fiber reinforced resin poles of thisinvention include an outer surface that displays some degree of weatherand/or UV resistance. Such UV resistance is provided by using certaincompositions, with or without fillers, pigments and/or additives, havinga desired degree of UV resistance in forming the outermost layers oroutside surface layer of the pole. In an example embodiment, such UVresistant material is provided in the form of a composition, e.g., a UVresistant resin material, disposed onto the pole outside surface duringor after formation of the outside wall surface. Thus, the continuousprocess used to make such example embodiment pole would be onecomprising a coating station or the like downstream from the fifthwinding station 90.

In alternative embodiments, such UV resistant material is provided inthe form of a resin material that is used for forming one or more of thefiber reinforced resin layers used to make the outside wall surface.Thus, the continuous process used to make such alternative embodimentpole would be one where the UV resistant resin material is dispensed viaone or both of the second axial deployment station 88 or fifth windingstation 90. In an example embodiment, the UV resistant material isprovided in the last hoop layer of reinforcing fiber material providedby the fifth winding station 90.

In addition or as an alternative to using a UV resistant material in theform of a composition, UV resistance can be provided by placing a solidmaterial onto an outside surface of the pole. For example, solidmaterial provided in the form of grains or particles such as sand or thelike can be applied to an outer surface of the pole to protect theunderlying structure from the effects of UV radiation. In such anexample embodiment, the sand is applied onto a resin component on thepole structure that causes the sand to adhere thereto and form a bondedattachment when the resin component is hardened or cured. The sandoperates to form a solid barrier along the outside surface of the poleto UV radiation.

Once the outside wall structure is formed, the pole is passed through aheating station 96 positioned downstream from the fifth winding station90, and that can be in the form of an oven or the like for the purposeof curing the resin materials used to form the pole. While the examplecontinuous process described above and illustrated in FIG. 4 illustratestwo heating stations, 60 and 96 it is to be understood that continuousprocesses useful for making poles of this invention can include morethan two heating stations, and that the heating stations can bepositioned differently than described above to produce a desired heatingeffect on the pole, e.g., to drive out moisture and/or to progressivelycure the resin materials used to make the pole during the continuousprocess.

The pole is then passed axially through the oven and into a pullingstation 98 positioned downstream from the heating station 96, and thatis configured to pull the pole axially along the mandrel. In an exampleembodiment, the pulling station 98 comprises a number of rotatingelements that are in contact with the pole and that urge the pole tomove axially along the mandrel. The pulling station 98 is preferably arotating device that rotates with the mandrel, and that is operated tocontrol the speed with which the pole is passed axially along themandrel and through each of the above-identified stations.

A water spraying station 100 can be positioned between the secondheating station 96 and the pulling station 98, and is used for sprayingwater onto the outside surface of the completed pole for the purpose tocool the pole for strengthening the pole and otherwise ready the polefor the subsequent pulling process.

A feature of poles made according to this continuous process is that thelength of the pole can be adjusted as desired for a particular end useby simply cutting the pole from the mandrel at a point downstream fromthe pulling station 98. Accordingly, a traveling cutting station 102that moves with the pole line speed is positioned downstream from thepulling station at a distance where the pole is separated from themandrel. The length of the pole can be controlled by waiting a desiredtime after the pole exits the pulling station to make the cut, e.g.,waiting a longer period of time before cutting results in a longer poleas the pole continues to travel axially through as it is continuouslybeing made by the apparatus.

FIG. 5 illustrates another continuous process 110 useful for makingpoles of this invention that differs from that illustrated in FIG. 4 inthat it includes three different axial deployment stations, and furtherintroduces a solid constituent at more than one location. Specifically,the continuous process 110 includes a number of rollers 112 that areused to apply a release material such as paper or the like onto themandrel. A first winding station 116 is positioned downstream from therollers and is used to dispense a radial winding of fiber reinforcedresin material 118 onto the release material covered mandrel. A firstheating station 120 in the form of an oven is positioned downstream fromthe first winding station to fully or partially cure the resin componentof the fiber reinforced resin material 118.

A first axial deployment station 122 is positioned downstream from theheating station and is used to dispense a plurality of resin impregnatedfiber rovings 124 axially or longitudinally along the underlying radialwinding. A second winding station 126 is positioned downstream from thefirst axial deployment station 122, and is used to dispense a radialwinding of fiber reinforced resin material 128 onto the or over theunderlying axial rovings, thereby forming the pole inside wallstructure. A second heating station 130 is positioned downstream fromthe second winding station, and is used to partially or fully cure theresin in fiber reinforced resin layers used to form the inside wallstructure.

One or more layers of polymer mortar material are applied to an outersurface of the inside wall structure. In an example embodiment, thepolymer mortar material is provided in the form of sand 132 that isdisposed via an appropriate dispensing station (not shown) onto anunderlying surface of a carrier material 134 that is wetted, saturatedand/or impregnated with a desired resin material and that is disposedonto the underlying pole surface. The carrier material can be formedfrom the same types of materials described above, and in the exampleembodiment is formed from paper. The carrier material is dispensed ontothe rotating pole structure by a winding station (not shown) and isthereby wound radially around the underlying pole structure to form thedesired polymer mortar layers or core 136.

In a preferred embodiment, the carrier material is provided in the formof three different windings (moving from left to right, wherein firstand second windings are formed from kraft paper, and a third winding(disposed over the first and second windings) is formed from dexterpaper. The use of the different types of paper as the carrier materialis desired because the kraft paper has low porosity and minimizes resintransfer between allowing control of resin content. The kraft paper alsoacts as a fiber reinforcing material that can act as a crack stopperbetween layers of polymer mortar material. The dexter paper is low-costtie down to hold the polymer mortar material in place.

A second axial deployment station 138 is positioned downstream from thestations used to form the polymer mortar layers or core, and is used todispense a number of fiber reinforced resin rovings 140 onto the polymermortar layers or core 136. A third winding station 142 is positioneddownstream from the second axial deployment station 138 and is used toapply a radial winding of fiber reinforced resin material 144 onto theunderlying pole structure comprising the axially-oriented rovings.

A third axial deployment station 146 is positioned downstream from thethird winding station 142, and is used to dispense a number of fiberreinforced resin rovings or tows 148 onto the underlying poly structurecomprising the radial winding of fiber reinforced resin material. Afourth winding station 150 is positioned downstream from the third axialdeployment station 146 and is used to apply a radial winding of fiberreinforced resin material 152 onto the underlying pole structurecomprising the axially-oriented rovings.

As contrasted with the continuous pole fabrication process illustratedin FIG. 3, the continuous pole fabrication process illustrated in FIG.4, comprising the two axial deployment stations 138, 146 and radialwinding station 142 interposed therebetween that are located downstreamfrom the polymer mortar stations, is useful for producing a pole with awall structure generally having a greater degree of tensile strength dueto the additional amount of axially-oriented fiber reinforced resinrovings, which may be desired in certain end-use pole applicationscalling for an increased degree of tensile strength.

A third heating station 154 is positioned downstream from the fourthwinding station 150 and can be in the form of an oven that is operatedto partially or fully cure the resin used for making the preceding fiberreinforced resin material layers. A fifth winding station 156 ispositioned downstream from the third heating station 154 and is used towind a fiber reinforced resin material 158 radially onto the underlyingpole structure. As noted in above, the resin material used to form suchfiber reinforced resin material 158 can be selected to have certaindesired UV resistant properties for the purpose of providing a polehaving a desired level of UV resistance.

A solid material 160 in the form of particles or grains, e.g., such assand or the like, is dispensed by an appropriate dispense station (notshown) that is positioned downstream from the fifth winding station 156onto the surface of the just-dispensed radially wound fiber reinforcedresin material 158. In an example embodiment, the solid material 160 isprovided in the form of sand and is dispensed onto the surface of theradial winding, wherein the sand is wetted by the resin in the windingand thereby adheres thereto. The sand can be used in this process toprovide a desired textured surface and/or may also operate as a UVbarrier to provide a desired amount of UV resistance to the resultingpole.

The process 110 further includes a fourth heating station 162, a pullingstation 164, a water spraying station 166, and a traveling cuttingstation 168 that are all configured to operate in the same manner notedabove for the process illustrated in FIG. 3.

A feature of making poles of this invention using the processillustrated in FIG. 5 as contrasted with the process illustrated in FIG.4 is that in particular, more axial fiber reinforced resin material, andmore polymer mortar layers can be applied to the pole, thereby providingfor additional axial tensile and compressive strength in the resultingpole structure.

FIG. 6 illustrates a still other continuous process 170 useful formaking poles of this invention that differs from that illustrated inFIG. 5 in that it includes four different axial deployment stations, andfurther includes two rather than one station for forming the polymermortar layer or core. Accordingly, poles made according to this processwould be expected to generally have an additional degree of tensile andcompressive strength when compared to the poles formed according to theprocesses illustrated in both FIGS. 4 and 5.

Generally, the process includes (moving sequentially downstream fromleft to right along FIG. 6) rollers 172, a first winding station 174, afirst heating station 176, a first axial deployment station 178, asecond winding station 180, and a second heating station 182 thatoperate in the same manner as the same stations described above andillustrated in the process of FIG. 5.

This process 170 further includes a second axial deployment station 184that dispenses fiber reinforced resin rovings or tows 186 onto theunderlying surface of radial fiber reinforced resin windings. A thirdwinding station 188 is positioned downstream from the second axialdeployment station 184, and dispenses a radial winding of fiberreinforced resin material 190 onto the surface of the axially-orientedrovings.

Accordingly, unlike the process illustrated in FIG. 5, the process ofFIG. 6 is one resulting in the formation of an inside wall structurewith an additional layer of both axial rovings and radial windings.These additional fiber reinforced resin layers provide an improveddegree of both axially-directed tensile strength and radially-directedhoop strength when compared to the pole inside wall structure madeaccording to the process of FIG. 5.

One or more layers of polymer mortar material are applied to an outersurface of the inside wall structure. The polymer mortar material isprovided in the same manner described above and illustrated in FIG. 5,e.g., is provided in the form of sand 192 that is disposed via anappropriate dispensing station (not shown) onto an underlying surface ofa carrier material 194 that is wetted, saturated and/or impregnated witha desired resin material. The carrier material is dispensed onto therotating pole structure by a winding station (not shown) and is therebywound radially around the underlying pole structure to form a firstpolymer mortar core 196, made up of a number of layers carrier material194 and solid material 192. A tie down layer of material 195, e.g.,dexter paper, is disposed over the polymer mortar core formed from thelayers of carrier material and polymer mortar material.

A fourth winding station 198 is positioned downstream from the stationsused to form the first polymer mortar layers or core 196 and is used toapply a hoop roving onto the first polymer mortar layers or core. Ifdesired, a vibration station (not shown) can be positioned adjacent thewinding stations 198 for the purpose of consolidating the core 196 withthe aid of the hoop rovings applied in the winding station 198.

Moving downstream from the fourth winding station 198, the processillustrated in FIG. 6 includes a third axial deployment station 200, afifth winding station 202, a fourth axial deployment station 204, asixth winding station 206, a third heating station 208, a seventhwinding station 210, a solid material dispensement station fordispending particles or gains such as sand 212, a fourth heating station214, a pulling station 216, a water spray station 218 between the fourthheating station 214 and the pulling station 216, and a traveling cuttingstation 220. These stations perform substantially the same function asthe same types of respective stations illustrated in the process of FIG.4 that are positioned downstream from the polymer mortar dispensementstation.

A difference, however, is that the process illustrated in FIG. 6includes a second polymer mortar dispensement station interposed betweenthe fifth winding station 202 and the fourth axial deployment station204, that is used to dispense a desired solid material 222, e.g., in theform of particles or grains such as sand. The solid material 222 isdispensed onto a surface of the pole structure that is formed from acarrier material 224 that is wetted, impregnated or saturated with adesired resin material, and that has been wound radially onto theunderlying radially-oriented fiber reinforced resin windings. Onceapplied, the solid material 222 is wetted by the resin and therebyadheres to the carrier material 224. A subsequent layer of carriermaterial 226 is wound around the adhered solid material to thereby forma second polymer mortar number of layers or core 228.

The subsequent layer of carrier material 226 can be formed from the sameor different carrier material than that used to form the first layer ofcarrier material 224. In an example embodiment, both carrier materiallayers are formed from paper, wherein the first carrier material isformed from kraft paper and the second carrier material is formed fromdexter paper. The use of the different types of paper for the carriermaterial is desired because the kraft paper has low porosity andminimizes resin transfer between layers thereby controlling the resincontent in the polymer mortar layer, and also acts as a crack stopper.The dexter paper is used as a low cost tie down to hold the polymermortar in place before applying additional windings in stations 204 and206.

A feature of the pole resulting from the process illustrated in FIG. 6is that it includes a first and second polymer mortar layers or cores196 and 228. In such example embodiment, the second polymer mortarlayers or core 228 is positioned within the pole outside wall structureand operates to add thickness and bulk to the outside wall structure,thereby providing an enhanced degree of compressive strength andbuckling resistance to the pole structure.

While particular continuous processes have been described above andillustrated in FIGS. 4 to 6 for making polymer mortar poles of thisinvention, it is to be understood that such processes are onlyrepresentative of many different types of continuous processes that canbe used and that may be different from those described and illustrated.It is to be understood that such continuous processes are to be withinthe scope of this invention to the extent that they result in theformation of fiber reinforced resin polymer mortar poles of thisconstruction having the construction features noted above.

A feature of using the continuous processes described above to formfiber reinforced resin poles of this invention is that they provide theflexibility to use different materials and/or different materialproportions for different portions and to make changes on the run,without having to stop the process, thereby providing enhancedmanufacturing efficiency. For example, this continuous fabricationprocess enables one to make a fiber reinforced resin pole comprising theuse of different types of resins for different sections of the pole,e.g., the inside wall structure, the outside wall structure, and theouter UV resistant layer.

While certain example pole embodiments, and processes for making thesame, have been described above and illustrated, a number of differentpole embodiments are understood to be within the scope of thisinvention. For example, fiber reinforced resin poles of this inventioncan be constructed as noted above, i.e., having the polymer mortarintermediate layer or core, and additionally comprising a furtherpolymer mortar material dispersed within the inside wall structureand/or the outside wall structure, e.g., as fabricated according to theprocess illustrated in FIG. 6. In such an embodiment, the polymer mortardispersed within one or both of the inside and outside wall structurescan be introduced during the process of forming the axially and/orradially-oriented fiber reinforced resin materials. In such embodiments,the polymer mortar material can be provided in the form of sand or thelike that is dispersed onto an underlying layer of fiber reinforcedresin or carrier material such that the sand adheres thereto and excesssand is removed therefrom before a subsequent layer of the reinforcingfiber or carrier material is dispensed thereover.

Accordingly, such example pole embodiments would be formed using aprocess similar to the one described above and illustrated in FIG. 6that comprises dispensing the further polymer mortar material the stepsuseful for forming the outside wall surfaces, e.g., to include one ormore additional stations positioned adjacent the stations used todispense the axially-and/or radially-oriented fiber reinforced resinmaterials for the outside wall structures.

The exact number of polymer mortar layers or core, and the placementposition of the polymer mortar layers or core within the pole structurecan and will vary depending on a number of factors, such as the poleend-use application and the materials selected for forming the pole.Accordingly, it is to be understood that in such other embodiments ofthe pole, the polymer mortar material can be dispersed along locationsof the pole in addition to the polymer mortar intermediate layer or core(as illustrated in FIGS. 2 and 3).

In another example, fiber reinforced resin poles of this invention canbe constructed without having a polymer mortar intermediate layer orcore as described above and as illustrated in FIGS. 2 and 3, e.g., onethat is interposed between the inside and outside wall structures. Insuch example embodiments, the pole is constructed comprising the polymermortar material positioned along one or both of the inside and outsidewall structures. Since this particular pole embodiment does not includea centralized or intermediate polymer mortar layer or core, thetransition between the inside and outside wall structure may not exist,and the entire pole structure can be considered a structural wall.

In such an embodiment, the polymer mortar material can be dispersed overall or some of the axially and/or radially oriented fiber reinforcedresin layers and/or carrier material to provide a desired wall structurethat will provide the above-described tension and compression propertiesdesired to provide the degree of tensile, compression and bucklingresistance needed for a particular pole end-use application.Accordingly, it is to be understood that the wall thickness of polesaccording to this example embodiment can and will vary depending suchfactors as the number of polymer mortar layers disposed therein, thetypes of materials used to form the pole, and the pole end-useapplication.

In such an embodiment, wherein the pole does not include a central orintermediate polymer mortar layer or core, the polymer mortar materialcan be provided in the form of sand or the like that is dispersed ontoan underlying layer of fiber reinforced resin or carrier material suchthat the sand adheres thereto, and excess sand is removed therefrombefore a subsequent layer of the reinforcing fiber or carrier materialis provided. Accordingly, such example pole embodiment can be formedusing a continuous process similar to the ones described above andillustrated in FIGS. 4 to 6 that have been modified to remove thestations used for providing the polymer mortar intermediate layer orcore, and instead comprising one or more stations positioned adjacentthe stations used to dispense the axially and/or radially oriented fiberreinforced resin materials for providing the inside and/or outside wallstructures.

Poles of this invention can be fabricated having an outside surface thatis relatively smooth, e.g., that is formed from a final layer of fiberreinforced resin material, or having an outside surface formed from acoating of a UV resistant material. Alternatively, poles of thisinvention can be constructed having a surface with some desired degreeof texture, depending on the particular pole end-use application. Forexample, poles of this invention can be constructed having an texturizedoutside surface provided by dispensing sand or other particulate matteronto the outermost surface of the outside structural wall during theprocess of making the pole, as illustrated in FIGS. 5 and 6. In suchembodiment, the sand sticks to the resin component in the underlyingfiber reinforced resin layer, and the excess sand is removed. Aftercuring, the pole outside surface has a texture that enables one to gripor handle the pole without slipping and without causing injury bycutting or the like. Additionally, the outermost surface of sandoperates as a barrier material to provide a degree of UV protection tothe underlying structure of the pole.

In addition to the materials described above for forming the variouslayers of fiber reinforced poles of this invention, it is to beunderstood that other materials such as fillers, pigments, and otherperformance agents can be used. For example, in the embodiment describedabove where the outermost surface of the pole comprises a texturizedsurface formed from sand, it may be desirable to use a resin material,e.g., forming the outermost surface of the pole, comprising a pigmentfor matching the color of the resin to the sand. This may be desired sothat as the sand is removed from the pole, e.g., by wear or by ablativeprocess of the resin, the appearance of the pole will not change andwill be the same color.

Although, limited embodiments of fiber reinforced resin poles andcontinuous processes for making the same have been described andillustrated herein, many modifications and variations will be apparentto those skilled in the art. Accordingly, it is to be understood thatwithin the scope of the appended claims, fiber reinforced resin polesand continuous processes for making the same of this invention may beembodied other than as specifically described herein.

What is claimed is:
 1. A method for making a fiber reinforced resin polehaving an annular body defined by a wall structure, the methodcomprising the steps of: forming an inside wall structure of the pole bydepositing a number of fiber reinforced resin layers onto a rotatingmandrel, wherein a portion of the fiber reinforced resin layers areoriented longitudinally along a length of the pole and parallel to anaxis of the mandrel; depositing a polymer mortar material onto theinside wall structure to form a pole intermediate core, wherein thepolymer mortar material comprises a solid constituent in the form ofparticulate material and a liquid constituent, and wherein the liquidconstituent is curable to a hardened state; and forming an outside wallstructure over the intermediate core by depositing a number of fiberreinforced resin layers onto the intermediate pole wall structure,wherein a portion of the fiber reinforced resin layers are orientedlongitudinally along the length of the pole and parallel to an the axisof the mandrel, wherein the polymer mortar material forming the coreextends continuously from the inside wall structure to the outside wallstructure; wherein the steps of forming the inside wall structure,forming the intermediate core, and forming the outside wall structureare performed as part of a continuous process where each step isperformed sequentially, and wherein the pole has an axial compressiveand buckling strength provided by the intermediate wall structure thatis equal to or greater than an axial tensile strength provided by theinside and outside wall structures such that the pole has an optimizedstructure to fail under axial tension or axial compression at about thesame time.
 2. The method as recited in claim 1 wherein during the stepof forming the inside wall structure, depositing radially-oriented fiberreinforced resin layers relative to the axis of the mandrel onto therotating mandrel.
 3. The method as recited in claim 1 wherein before thestep of forming the outside wall structure, consolidating the polymermortar material.
 4. The method as recited in claim 3 wherein the step ofconsolidating involves vibrating the polymer mortar material.
 5. Themethod as recited in claim 1 wherein, during the step of forming thepole intermediate core, solid constituent is deposited onto anunderlying pole substrate comprising the liquid constituent.
 6. Themethod as recited in claim 5 wherein, during the step of forming thepole intermediate core, a plurality of chopped fibers are disposed inthe polymer mortar material.
 7. The method as recited in claim 1 whereinduring the step of forming the outside wall structure at least 50percent of the fiber reinforced resin layers that are deposited arelongitudinally oriented.
 8. The method as recited in claim 1 furthercomprising the step of depositing the polymer mortar material during thestep of forming the outside wall structure.
 9. The method as recited inclaim 1 wherein the wall structure comprises at least about 50 percentlongitudinally-oriented fiber reinforced resin layers based on the totalamount of fiber reinforced resin layers used to form the wall structure.10. The method as recited in claim 1 wherein between the process offorming the inside wall structure, forming the intermediate core andforming the outside wall structure, the pole structure being fabricatedis moved axially along the mandrel.
 11. The method as recited in claim10 further comprising the step of cutting the pole at a positiondownstream from a location where the step of forming the outside wallstructure occurred.
 12. A method for making a fiber reinforced resinpole comprising the steps of: depositing a number of fiber reinforcedresin layers onto a rotating mandrel to form a pole inside wallstructure, wherein the inside wall structure is moved axially along themandrel; depositing a polymer mortar material onto the pole inside wallstructure to form a pole intermediate core, wherein the polymer mortarmaterial comprises a plurality of particles dispersed into a resinmaterial to form one or more polymer mortar layers, wherein the combinedinside wall structure and one or more polymer mortar layers is movedaxially along the mandrel; and depositing a number of fiber reinforcedresin layers onto the one or more polymer mortar layers to form a poleoutside wall structure; wherein at least one of the inside or outsidewall structures includes fiber reinforced resin layers that are orientedlongitudinally and parallel to an axis of the mandrel, and wherein theinside and outside wall structures are free of the polymer mortarmaterial; wherein the one or more polymer mortar layers are separatedfrom one another by a carrier material that is different from the fiberreinforced resin layers used to form the inside and outside wallstructures; and wherein the pole comprises at least 50 percentlongitudinally-oriented fiber reinforced resin layers based on the totalnumber of fiber reinforced resin layers in the pole, and wherein polehas an axial compressive or buckling strength provided by theintermediate core that is equal to or greater than an axial tensilestrength provided by the inside and outside wall structures such thatthe pole has an optimized structure to fail under axial tension or axialcompression at about the same time.
 13. The method as recited in claim12 wherein during the process of forming the pole inside wall structure,forming the intermediate core, and forming the outside wall structurethe pole structure is not removed from the mandrel.
 14. The method asrecited in claim 12 wherein the outside wall structure comprises thelongitudinally-oriented fiber reinforced resin layers.
 15. The method asrecited in claim 14 wherein the fiber reinforced resin layers formingthe outside wall structure comprises at least 50 percentlongitudinally-oriented fiber reinforced resin layers.
 16. The method asrecited in claim 12 wherein the inside wall structure comprises thelongitudinally-oriented fiber reinforced resin layers.
 17. The method asrecited in claim 12 wherein at least one of the inside or outside wallstructures includes fiber reinforced resin layers that are orientedradially relative to an axis of the mandrel.
 18. The method as recitedin claim 12 wherein during the step of depositing the polymer mortarmaterial, winding the carrier material around the polymer mortarmaterial.
 19. The method as recited in claim 12 comprising consolidatingthe one or more polymer layers before the step of forming the outsidewall structure.
 20. The method as recited in claim 12 furthercomprising, during the step of forming the outside wall structure,forming the intermediate core.
 21. The method as recited in claim 12further comprising forming a pole outside surface from an ultra violetresistant material.
 22. The method as recited in claim 12 wherein theresin material used to form the polymer mortar includes a coupling agentto adhere to and form a bond with the plurality of particles.
 23. Themethod as recited in claim 12 wherein the step of forming the poleoutside surface can be selected from the group of depositing an ultraviolet resistant composition onto an outer surface of the outside wallstructure, and depositing a particulate matter onto the outer surface ofthe outside wall structure.